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BACKUP DATA Pekerjaan
:
Lokasi
: :
Kontraktor Pelaksana
Pembuatan Drainase Jl. Mekar Indah Lr II, Kel. Kadia, Kec. Kadia, Kota Kendari Kota Kendari
Type L
Type b Type K
Type J Type A
Type a
Type H Type C Type I
Type B
Type G
Type D
Type F
Type E
SITE DRAINASE
BACKUP DATA Pekerjaan
:
Lokasi
: :
Kontraktor Pelaksana
Pembangunan Jaringa Air Minum Derah Rawan Air Tersebar Kab. Konsel Kab, Konawe Selatan CV. PELITA KONSEL
I. PEKERJAAN PERSIAPAN 1. 2. 3. 4.
Pembersihan Site Administrasi, Dokumen, P3K Bangsal Kerja Papan Proyek
= = = =
1.00 1.00 1.00 1.00
Ls Ls Ls Ls
II. PEMBUATAN TOWER 1.. Pek. Galian Tanah V = P = 1.21 = 1.48 = 11.59 = 57.97
x L x 1.21 M3 M3 x M3
x T x 1.02 x 4.00 bh 5.00 Unit
2. Pek. Urugan Tanah Kembali V = 0.25 x V galian = 0.25 x 57.97 = 14.49 M3
1.02
0.15 0.10 1.21
3. Pek. Timbunan Pasir Alas Rabat V = P x L x T = 1.21 x 1.21 x 0.10 = 0.15 M3 x 4.00 bh = 2.83 M3 x 5.00 Unit = 14.15 M3 4. Pek. Timbunan Tanah V = P x L = 1.21 x 1.21 = 0.71 M3 = 7.35 M3 x = 36.73 M3
x T x 0.49 x 4.00 bh 5.00 Unit
5. Plat Poor Beton Bertulang V = P x L = 0.80 x 0.80 = 0.13 M3 = 0.51 M3 x = 2.56 M3
x T x 0.20 x 4.00 bh 5.00 Unit
6. Pek. Kolom Beton Bertulang V = P x L = 0.30 x 0.30 = 0.08 M3 = 0.33 M3 x = 1.66 M3
x T x 0.90 x 4.00 bh 5.00 Unit
0.304
0.90
0.15
0.80
3.00
Sloef 20/20
7. Pek. Sloef Beton Bertulang V = P x L = 14.00 x 0.25 = 0.88 M3 = 0.88 M3 x = 4.38 M3 8. Pek. Rabat Beton V = P x L = 3.00 x 2.00 = 0.90 M3 = 0.90 M3 x = 4.50 M3 9. Pek. Menara V = 1.00 = 5.00
x 5 Unit Buah
10. Plesteran V = 12.80 x 5 Unit = 64.00 M2 11. Pengad. Bak Air Fiber V = 2.00 x 5 Unit = 10.00 Unit 12. Pipa PVC Dia. 25mm V = 30.00 x 5 Unit = 150.00 M1 13. Elbow PVC Dia. 40 mm V = 10.00 x 5 Unit = 50.00 Buah 14. Elbow PVC Dia. 25mm V = 6.00 x 5 Unit = 30.00 M1 15. Tee Stek. Dia. 40mm V = 2.00 x 5 Unit = 10.00 Buah 16. Tee Stek Dia. 16s/d 25mm V = 2.00 x 5 Unit = 10.00 Buah 17. Stop Kran Dia. 25mm V = 2.00 x 5 Unit = 10.00 Buah 18. Stop Kran Dia. 40mm V = 4.00 x 5 Unit = 20.00 Buah 19. Pek Tangga Tower V = 1.00 x 5 Unit = 5.00 Unit
x T x 0.25 x 1.00 bh 5.00 Unit
x x
T 0.15
5.00 Unit
20. Pengad. Mesin Pompa V = 1.00 x 5 Unit = 5.00 Unit 21. Pengad./Pemas. Sumur Bor V = 1.00 x 5 Unit = 5.00 Unit 22. Pengad./Pemas. Pipa Dia. 4", 2,5", 1" V = 1.00 x 4 5 = 4.00 Ls 23. Pengad./Pemas. Pipa Jaringan Dist. V = 31.00 x 5 Unit = 155.00 M1 III. PEK. RUMAH POMPA 1.Pek. Galian Tanaha V = P x L = 4.00 x 0.20 = 0.16 M3 = 0.16 M3 x = 0.80 M3 2. Pek. Pasangan Bata V = P x L = 4.00 x 0.35 = 1.40 M3 = 1.40 M3 x = 7.00 M3 3. Pek. Plesteran V = 2.00 = 2.00 = 14.00
x x
T 0.20
5.00 Unit
5.00 Unit
x Pas. Bata x 7.00 M3
4. Pengad/Pemas. Engsel Kupu-Kupu V = 2.00 x 5 Unit = 10.00 Buah 5. Pengad/Pemas. Grendel Kunci V = 1.00 x 5 Unit = 5.00 Buah 6. Pengad/Pemas. Plat Penutup V = 64.80 x 5 Unit = 324.00 Kg 7. Pek. Pembersihan Akhir V = 1.00 Ls
